999725002_2010_09_online

User information

09/2010

Method statement

999725002 en-GB

Folding platform K

9725-201-01

The Formwork Experts

Introduction

User information Folding platform K

tion Introduc-

© by Doka Industrie GmbH, A-3300 Amstetten

2

999725002 - 09/2010 The Formwork Experts


Introduction

Contents 4 4 6 7

Introduction Elementary safety warnings Eurocodes at Doka Labelling of platforms (loading data)

8 10 12 13 14

System description Doka folding platform K in detail Areas of use Utilisation planning Examples of the system in action

16 16 17

Working platform Working platform with formwork Working platform without formwork

18 18 20 21 24

Protection platform Protection platforms: General remarks Protection platforms: Fall barriers Protection platforms: Sloping-rooftop fall barriers Protection platforms: Protective canopies

26 26 28 34

Anchoring on the structure Overview of suspension methods Cone-type suspension points Loop-type suspension points

36 36 38 41

Assembly instructions Set-up procedure Length adjustment and corner solutions Platform assembled from single brackets

42 42 43 46 47

Other possible areas of use Bridging openings in walls Bridging storey-high openings Second workdeck level Folding platform K as a base on which to stand façade scaffolding

48 48 49

Repositioning Moving the platform Climbing with the Folding platform K

50 50 51 52 53

General remarks Sideguards on exposed platform-ends Fall-arrest systems on the structure Formwork planning with Tipos-Doka Doka service offerings

54

Component overview

999725002 - 09/2010

3 The Formwork Experts

Introduction


Elementary safety warnings Introduction

User target groups

Planning

● This User Information booklet (Method Statement) is aimed at everyone who will be working with the Doka product or system it describes. It contains information on the standard design for setting up this system, and on correct, compliant utilisation of the system. ● All persons working with the product described herein must be familiar with the contents of this manual and with all the safety instructions it contains. ● Persons who are incapable of reading and understanding this booklet, or who can do so only with difficulty, must be instructed and trained by the customer. ● The customer is to ensure that the information materials provided by Doka (e.g. User Information booklets, Instructions for Assembly and Use, Operating Instruction manuals, plans etc.) are available to all users, and that they have been made aware of them and have easy access to them at the usage location. ● In the relevant technical documentation and formwork utilisation plans, Doka shows the workplace safety precautions that are necessary in order to use the Doka products safely in the usage situations shown. In all cases, users are obliged to ensure compliance with national OH&S (occupational health and safety) rules throughout the entire project and to take appropriate additional or alternative workplace safety precautions where necessary.

● Provide safe workplaces for those using the formwork (e.g. for when it is being erected/dismantled, modified or repositioned etc). It must be possible to get to and from these workplaces via safe access routes! ● If you are considering any deviation from the details and instructions given in this booklet, or any application which goes beyond those described in the booklet, then revised static calculations must be produced for checking, as well as supplementary assembly instructions.

Hazard assessment ● The customer is responsible for drawing up, documenting, implementing and continually updating a hazard assessment at every job-site. This document serves as the basis for the site-specific hazard assessment, and for the instructions given to users on how to prepare and utilise the system. It does not substitute for these, however.

Remarks on this document ● This User Information booklet can also be used as a generic method statement or incorporated with a site-specific method statement. ● Many of the illustrations in this booklet show the situation during formwork assembly and are therefore not always complete from the safety point of view. Any safety accessories not shown in these illustrations must still be used by the customer, in accordance with the applicable rules and regulations. ● Further safety instructions, especially warnings, will be found in the individual sections of this document!

4

Rules applying during all phases of the assignment: ● The customer must ensure that this product is erected and dismantled, reset and generally used for its intended purpose under the direction and supervision of suitably skilled persons with the authority to issue instructions. These persons' mental and physical capacity must not in any way be impaired by alcohol, medicines or drugs. ● Doka products are technical working appliances which are intended for industrial/commercial use only, always in accordance with the respective Doka User Information booklets or other technical documentation authored by Doka. ● The stability of all components and units must be ensured during all phases of the construction work! ● The functional/technical instructions, safety warnings and loading data must all be strictly observed and complied with. Failure to do so can cause accidents and severe (even life-threatening) damage to health, as well as very great material damage. ● Fire-sources are not permitted anywhere near the formwork. Heating appliances are only allowed if properly and expertly used, and set up a safe distance away from the formwork. ● The work must take account of the weather conditions (e.g. risk of slippage). In extreme weather, steps must be taken in good time to safeguard the equipment, and the immediate vicinity of the equipment, and to protect employees. ● All connections must be checked regularly to ensure that they still fit properly and are functioning correctly. It is very important to check all screw-type connections and wedge-clamped joins whenever the construction operations require (particularly after exceptional events such as storms), and to tighten them if necessary.



Introduction

Assembly

Regulations; industrial safety

● The equipment/system must be inspected by the customer before use, to ensure that it is in suitable condition. Steps must be taken to rule out the use of any components that are damaged, deformed, or weakened due to wear, corrosion or rot. ● Combining our formwork systems with those of other manufacturers could be dangerous, risking damage to both health and property. If you intend to combine different systems, please contact Doka for advice first. ● The assembly work must be carried out by suitably qualified employees of the client's. ● It is not permitted to modify Doka products; any such modifications constitute a safety risk.

● Always observe all industrial safety regulations and other safety rules applying to the application and utilisation of our products in the country and/or region in which you are operating.

Erecting the formwork ● Doka products and systems must be set up in such a way that all loads acting upon them are safely transferred!

Pouring ● Do not exceed the permitted fresh-concrete pressures. Excessively high pouring rates lead to formwork overload, cause greater deflection and risk causing breakage.

Striking the formwork ● Do not strike the formwork until the concrete has reached sufficient strength and the person in charge has given the order for the formwork to be struck! ● When striking the formwork, never use the crane to break concrete cohesion. Use suitable tools such as timber wedges, special pry-bars or system features such as Framax stripping corners. ● When striking the formwork, do not endanger the stability of any part of the structure, or of any scaffolding, platforms or formwork that is still in place!

Transporting, stacking and storing ● Observe all regulations applying to the handling of formwork and scaffolding. In addition, the Doka slinging means must be used - this is a mandatory requirement. ● Remove any loose parts or fix them in place so that they cannot be dislodged or fall free! ● All components must be stored safely, following all the special Doka instructions given in the relevant sections of this User Information booklet!

Instruction as required by EN 13374: ● If a person or object falls against, or into, the edge protection system and/or any of its accessories, the edge protection component affected may only continue in use after it has been inspected and passed by an expert.

Maintenance ● Only original Doka components may be used as spare parts. Repairs may only be carried out by the manufacturer or authorised facilities.

Symbols used The following symbols are used in this booklet:

☞

Important note Failure to observe this may lead to malfunction or damage.

CAUTION / WARNING / DANGER Failure to observe this may lead to material damage, and to injury to health which may range up to the severe or even life-threatening.

Instruction This symbol indicates that actions need to be taken by the user.

Sight-check Indicates that you need to do a sight-check to make sure that necessary actions have been carried out.

Tip Points out useful practical tips.

Reference Refers to other documents and materials.

Miscellaneous We reserve the right to make alterations in the interests of technical progress.

999725002 - 09/2010


Introduction


Eurocodes at Doka In Europe, a uniform series of Standards known as Eurocodes (EC) was developed for the construction field by the end of 2007. These are intended to provide a uniform basis, valid throughout Europe, for product specifications, tenders and mathematical verification. The EC are the world's most highly developed Standards in the construction field. In the Doka Group, the EC are to be used as standard from the end of 2008. They will thus supersede the DIN norms as the "Doka standard" for product design.

Ed Ed

Fd

Fk

γF

Design value of effect of actions (E ... effect; d ... design) Internal forces from action Fd (VEd, NEd, MEd) Design value of an action Fd = γF · Fk (F ... force) Characteristic value of an action "actual load", service load (k ... characteristic) e.g. dead weight, live load, concrete pressure, wind Partial factor for actions (in terms of load; F ... force) e.g. for dead weight, live load, concrete pressure, wind Values from EN 12812

Comparison of the safety concepts (example) Permissible stress design

115.5 [kN]

Fyield

EC/DIN concept

Rk

115.5 [kN]

Rd gM = 1.1

90<105 [kN] n ~ 1.65

Factual

A

98013-100

60 [kN]

gF = 1.5

Fpermissible

98013-102

60<70 [kN]

A

Ed

90 [kN]

Factual≤ Fpermissible

The widely used "Permissible stress design" (comparing the actual stresses with the permissible stresses) has been superseded by a new safety concept in the EC. The EC contrast the actions (loads) with the resistance (capacity). The previous safety factor in the permissible stresses is now divided into several partial factors. The safety level remains the same!

Rd Rd

Design value of the resistance (R ... resistance; d ... design) Design capacity of cross-section (VRd, NRd, MRd) Rk Rk Timber: Rd = kmod · Steel: Rd = γM γM

Rk

Characteristic value of the resistance e.g. moment resistance to yield stress

γM

Partial factor for a material property (in terms of material; M...material) e.g. for steel or timber Values from EN 12812

kmod

Modification factor (only for timber – to take account of the moisture and the duration of load action) e.g. for Doka beam H20 Values as given in EN 1995-1-1 and EN 13377 The "permissible values" communicated in Doka documents (e.g.: Qpermissible = 70 kN) do not correspond to the design values (e.g.: VRd = 105 kN)! ➤ Avoid any confusion between the two! ➤ Our documents will continue to state the permissible values. Allowance has been made for the following partial factors: γF = 1.5 γM, timber = 1.3 γM, steel = 1.1 kmod = 0.9 In this way, all the design values needed in an EC design calculation can be ascertained from the permissible values.

Ed≤ Rd

A Utilisation factor

6



Introduction

Labelling of platforms (loading data) Before the loading-data labelling is affixed to the platform, a responsible person from the contractors in charge of erecting the platform must verify that it has been properly assembled and erected.

National regulations may require platforms to be labelled with their loading data. The form below can be used as a master copy, making it easier to label each platform.

Construction firm / site

Note on max. loading for Doka folding platform K Conforms to the following EN 12811 Load Class (tick relevant box)

2

3

4

5

6

Permitted service load: ..................

kN/m²

9725-106

(. . . . . . . . . . . . . . . kg/m²)

Dead weight of the unit (platform) to be lifted and repositioned:

Please refer to the User Information booklet or planning documents for detailed usage instructions

Date

Name

999725002 - 09/2010


System description


System description System description

The comprehensive range of readyto-use platforms for every field The Doka folding platforms K are pre-assembled (and thus immediately work-ready) scaffold platforms designed to be used as ● EN 12811-1 compliant working platforms ● DIN 4420-1 and ÖNORM B4007 compliant protection platforms They are delivered to the site folded closed, to save space. At the site, it takes only an instant to unfold them before they are craned to the prepared suspension points and hung into place. A range of practical accessories makes work on the site a lot easier and eliminates the need for costly job-site improvisations.

8

Among the many advantages of the Doka folding platform K: ● High load-bearing capacity of up to 6 kN/m2 (600 kg/m2) - Load Class 6 ● The 3.00 or 4.50 m long platforms are easy to plan ● Closure platform 3.00m for length adjustment and corner solutions – all-in-one, with integral railings ● Retractable crane-hoisting points for an even, safe platform deck – no projecting parts that anybody might trip over ● Long service life thanks to its sturdy design, varnished deck-boards and galvanised steel construction ● Deck-boards are protected by a steel profile at either end of the platform ● Climbing formwork K – simply adding a few standard Doka components to the platforms transforms them into a fully-fledged tiltable climbing formwork system ● Lengthening piece and suspended platform – as system components for bridging storey-high openings and for safe finishing-work ● Good bridging of wall and window openings ● Handrail lengthening piece K and safety netting – for extending and reinforcing the rooftop fall barrier function ● Side handrail clamping unit T – the quick way of putting up safe end-railings at the ends of the platforms ● Two different suspension methods, for better adaptation to the on-site situation: - cone-type suspension points - loop-type suspension points ● Platform level can be raised / lowered by either 0.50 m or 1.00 m at a time, using the Suspension beam K2 ● Takes up very little storage and transport space



System description

999725002 - 09/2010


System description


Doka folding platform K in detail Crane slinging points ● No projecting parts: The retractable crane hoisting points leave an even, safe work-deck. Front crane hoisting point

Rear crane hoisting point

9725-219-01

9725-218-01

Attaching panel struts

System dimensions:

● Connection sockets for attaching the panel struts are integrated in the platform.

212

121

184

5

53

A

108

K

L 9725-351-01

● is readied for operation in only a few simple steps ● 2 possible lengths of platform, as required by the situation: - 3.00 m (2 brackets) - 4.50 m (3 brackets) ● The hoisting points always have the same grid spacing of 1.50 m

B

Cone and loop-type suspension points possible To make the Folding platform K ready for loop-type suspension points, simply retrofit the platform with the Bow head K-ES (Z) .

9725-406-01

A Folding platform K B Connection socket K Panel strut L Star screw

Z 9725-217-01

10



System description

Transporting, stacking and storing The Folding platforms K are pre-assembled and can be collapsed for easy shipping and storage – no risk of slippage.

This optimum packing density translates into low shipping volume and excellent utilisation of the loading area of the truck: ● 84 linear metres of Doka folding platforms K per truck semi-trailer This corresponds to: - 28 Folding platforms K 3.00m ● 94.5 linear metres of Doka folding platforms K per truck trailer This corresponds to: - 21 Folding platforms K 3.00m + - 7 Folding platforms K 4.50m Stack of 7 folding platforms K

A

c

b

a

9725-307-01

a ... 234.0 cm b ... 221.0 cm c ... 32.3 cm A 10 cm high squared timbers

999725002 - 09/2010


System description


Areas of use The comprehensive ready-to-use platform-range of the Folding platform K series meets the requirements of

EN 12811-1, DIN 4420 Part 1 and ÖNORM B4007, and the Construction Worker Protection Ordinance (BauV).

Classification to EN 12811-1 Load Class 2

Load Class Load Class 3 4, 5, 6 e.g. for external rendering and stucco work, Normally for masonry and external rendering For service and maintenance work, especially coating, pointing or repair work; as a reinforcework, tiling and squared-stone facing work, and ment or pouring platform in reinforced-concrete for cleaning work on façades heavy site-erection work. construction work. Only for work in which it is not necessary to The materials and equipment stored on the Building materials and parts may be set down store building materials or parts on the platform platform decking may not be set down on the on the platform by lifting-appliances and stored decking. platform by lifting-appliances. on the platform decking. However: Necessary precondition: When materials are stored on the platform When materials are stored on the platform decking, a clear access passage at least decking, a clear access passage at least 0.20 m wide must be left free. 0.20 m wide must be left free. Permitted service load Load Class Permitted service load: Permitted service load: 4 5 6 1.5 kN/m2 (150 kg/m2) 2.0 kN/m2 (200 kg/m2) 3.0 kN/m2 4.5 kN/m2 6.0 kN/m2 (600kg/m2) (300 kg/m2) (450 kg/m2) plus partial-area load The actual load is made up of the weight of the The actual load is made up of the weight of the stored material and of the persons on the plat- stored material and of the persons on the platform. form. For each person, a weight of 100 kg must be For each person, a weight of 100 kg must be assumed. assumed.

Working platform with formwork

without formwork

9725-354-01

9725-353-01

Protection platform

9725-356-01

Fall barrier

Sloping-rooftop fall barrier

9725-357-01

12

Protective canopy

9725-355-01



System description

Utilisation planning The suspension points are always spaced the same distance apart (150 cm), and 75 cm from the platform edge. This greatly facilitates planning and site erection. Folding platform K 3.00m

Folding platform K 4.50m

9725-385-01

9725-386-01

A

B

150 1)

72.5

72.5

72.5

295

1501)

1501)

72.5

445

1) ... Centre-to-centre spacing of suspension points 2) ... Nominal dimensions of platforms

75

180

150

1)

250* 150

1)

400

C

B

300 2) 150

1)

75

180

450 2)

180

A C

300

1)

300

150

A A

15 - 75

75

75

150

1)

300

2)

1)

2)

150

1)

75 50*

2)

D

A

150

1)

150

A

200

300 2)

75

75

C

9725-325-01

180

D B

15

150

1)

450

150 1)

75

2)

* ... The actual closure length is 5 cm more than the stated system dimension. A Folding platform K 3.00m B Folding platform K 4.50m C Closure platform 3.00m D On-site solution

999725002 - 09/2010


System description


Examples of the system in action

14



System description

999725002 - 09/2010


Working platform


Working platform with formwork Working platform

H (horizontal load) and V (vertical load) refer to the loads at the suspension point. These loads cover all the usage situations given here. The structure, and all parts Formwork shored from folding platform

of the structure, must be verified for stability on the basis of this data.

Formwork shored from floor slab

Formwork shored from folding platform, with back-stay for formwork and folding platform

B A 9725-334-01

A

A 9725-335-01

C 9725-336-01

Type of suspension point

Closures Suspended platform Formwork height

Load Class 2 (Permitted service load: 1.5 kN/m2 (150 kg/m2) on folding platform and pouring platform). Max. width of pouring platforms 1.20 m. Suspension loop Suspension loop Suspension cone Suspension cone Suspension cone ES* ES* H = 14.0 kN H = 14.0 kN H = 14.0 kN H = 14.0 kN H = 36.0 kN V = 24.0 kN V = 18.0 kN V = 24.0 kN V = 18.0 kN V = 20.0 kN 1.00 m 0.75 m 1.00 m 0.75 m Not allowed Allowed Not allowed Allowed Not allowed Allowed 3.00 m 3.00 m 5.50 m 4.00 m 3.75 m Wind speeds up to 55 km/h (as per "UVV" accident prevention rule for cranes). Formwork heights of up to 4.00 m are possible if the max. wind speed is lowered to 45 km/h. Follow the directions in the "Doka For higher wind speeds, and when climbing formwork K" User Information! work finishes for the day or for a prolonged break in site operations, precautions must be taken (like attaching to the inside formwork or backstaying) as shown here in the adjacent columns.

* Ensure that the Folding platform K is at the correct height relative to the top of the floor slab. See the section headed "Loop-type suspension points" B Secure the formwork to the folding platform in a tension-proof manner (11kN) C Tension-proof back-stay (14 kN)

CAUTION The panel struts on the folding platform must: ➤ only be positioned in the axis of the bracket ➤ only be fitted into the special connection sockets, and ➤ only be fixed with star-screws (D) . Tie-rod 15.0mm is forbidden!

16

Attaching the panel struts (Close-up A):

D 9725-337-01



Working platform

Working platform without formwork

Types of suspension point 1)

H (horizontal load) and V (vertical load) refer to the loads at the suspension point. These loads cover all the usage situations given here. The structure, and all parts

of the structure, must be verified for stability on the basis of this data.

Suspension cone Rock anchor spreader unit 15.0 + Suspension cone 15.0 with collar Suspension cone 15.0 for insulation up to 11 cm (insulation thickness up to 6 cm) Suspension cone 15.0 for insulation up to 11 cm (insulation thickness up to 11 cm) Suspension loop ES Bridge edge beam anchor 30kN 15.0 Suspension profile AK/ES Suspension plate AK/ES H = 9.2 kN V = 9.2 kN

H = 16.2 kN V = 16.0 kN

Load Class 2 Load Class 3 Load Class 4 Permitted service load Permitted service load Permitted service load 1.5 kN/m2 2.0 kN/m2 3.0 kN/m2 (150 kg/m2) (200 kg/m2) (300 kg/m2) Closures Height adjustment with Suspension beam K2 Down

1.00 m

2.50 m 2)

0.00 m

1.50 m 2)

0.00 m

1.00 m

-1.00 m

-1.00 m

-1.00 m

-1.00 m

-1.00 m

Up

+1.00 m

+0.50 m

+1.00 m

+0.50 m

+0.50 m

-1.00 m Not allowed

Corners

1) 2)

Possible with Closure platform 3.00m or platform planking unit

H = 25.0 kN V = 26.0 kN Load Class 5 Load Class 6 Permitted service Permitted service load load 6.0 kN/m2 4.5 kN/m2 (600 kg/m2) (450 kg/m2) 0.75 m 0.50 m

Not allowed

Not allowed

Not allowed

Not allowed

Only allowed with Corner folding platform A (Art.n° 580473000), otherwide corner zones are reclassified down to Load Class 4 For information on how to set up and use the Corner folding platform A, see Technical Newsletter N° 494 (12/2000)

See also "Overview of suspension methods". For closures of longer than 1.00 m, only use the Closure platform 3.00m.

999725002 - 09/2010


Protection platform


Protection platforms: General remarks Protection platform

Type of suspension point Closures Height adjustment with Suspension beam K2 Down Up Corners

Load Class 2 Permitted service load: 1.5 kN/m2 (150 kg/m2) All types of suspenAll types of sion point possible suspension point except for Suspenpossible sion plate AK/ES 1.00 m 2.50 m*

-1.00 m -1.00 m +1.00 m +0.50 m Corner configurations possible with Closure platform 3.00m or platform planking unit

* For closures of longer than 1.00 m, only use the Closure platform 3.00m

Platform raised Where the floor-slab is at a lower level, as in e.g. loft conversions: ● to meet the requirements for use as a sloping-rooftop fall barrier ● or to maintain an optimum workdeck level. Upward height adjustment by 0.50 and 1.00 m Load Class

2 1.5 kN/m2 (150 kg/m2)

Permitted service load Closures + 0.50 m upwards + 1.00 m upwards

3 2.0 kN/m2 (200 kg/m2)

Up to 2.50 m Up to 1.50 m Up to 1.00 m 0m

4 3.0 kN/m2 (300 kg/m2) 0m 0m

Extending the range of use by adjusting the height Height adjustment with the Suspension beam K2 With the Suspension beam K2, the folding platform can be height-adjusted vis-à-vis the suspension axis: ● upwards by 0.50 m or 1.00 m ● downwards by 0.50 m or 1.00 m This height variability greatly extends the range of use of the Doka folding platforms in the field of fall barriers and sloping-rooftop fall barriers.

+1.00 m +0.50 m

9725-281-01

B A

Allow for the min. lift-out distance of 30 cm! If necessary, a plank can be fixed here to cover the gap between the decking and the wall. D

9725-280-01

C

A Suspension beam K2

B

B Bow head ES C Plank A

D Star screw

9725-225-01

A Suspension beam K2 B Bow head ES

18



Protection platform

Platform lowered Lowering the folding platform is a good way of achieving a convenient workdeck level for cladding work or guttering work. The 0.50 m steps make for optimum height adjustment.

Assembly procedure for lowering the platform ➤ Temporarily dismount the Fixing plate (F) and put it to one side. ➤ Mount the Suspension shoe K2 (E) in the desired position.

Load Class Permitted service load Closures

2 3 4 1.5 kN/m2 2.0 kN/m2 3.0 kN/m2 (150 kg/m2) (200 kg/m2) (300 kg/m2) Up to 2.50 m Up to 1.50 m Up to 1.00 m

-0.50 m -1.00 m

E E

F

9725-360-01

Downward height adjustment by 0.50 and 1.00 m

9725-359-01

9725-382-01

➤ Stand the Suspension beam K2 on end and secure it so that it cannot topple over. ➤ Lift the folding platform by crane into the claws of the Suspension shoe K2. ➤ Use the safety pin (G) to secure the folding platform against accidental lift-out.

G

A

9725-362-01


Short lift-out distance (only 15 cm), due to the low height of the shackle. ➤ Fasten the locking pin (E) to secure the Suspension beam K2 (A) against accidental liftout!

➤ Re-mount the Fixing plate (F) in such a way that the long section of plate reaches into the bracket support.

E A 9725-422-01

Assembly instructions Fixing points for a level of: -1.00 m +0.50 m

-0.50 m

+1.00 m

9725-365-01

F

F

9725-364-01

B

E

E

E B

E

F

All other assembly operations – e.g. raising the platform – should be carried out analogously!

F

F

A

9725-404-02

A

9725-404-01

A

9725-404-04

A

9725-404-03

F

A Suspension beam K2 B Bow head ES or Suspension shoe A (screws included) E Suspension shoe K2 (included in Item A ) F Fixing plate (included in Item A)

999725002 - 09/2010


Protection platform


Protection platforms: Fall barriers Normal position (not heightadjusted)

Height adjustment with Suspension beam K2

c

a

h

b

h

b

c

f

e

d

a

9725-350-01

A

9725-349-01

a ... 185 cm b ... 213 cm f ... 95 cm

As per DIN 4420-1 As per ÖNORM B 4007 and "BauV" Construction Worker Protection Ordinance

Drop h max. 3.0 m

Dimension c min. 1.30 m

max. 4.0 m

min. 1.50 m

a ... 210 cm b ... 237 cm d ... Storey height max. 400 cm e ... max. 100 cm

As per DIN 4420-1 As per ÖNORM B 4007 and "BauV" Construction Worker Protection Ordinance

Drop h max. 3.0 m

Dimension c min. 1.30 m

max. 4.0 m

min. 1.50 m


Other possible uses With Suspension shoe A (versions from January 1994), cone-type suspension is also possible. Close-up showing Suspension shoe A:

9725-282-01

20



Protection platform

Protection platforms: Sloping-rooftop fall barriers Without height adjustment as per DIN 4420-1

With height adjustment as per DIN 4420-1

a

a A

A

B

h

h

9725-371-01

9725-370-01

a ... Eaves depth h ... max. 1.50 m

a ... Eaves depth h ... max. 1.50 m

A Handrail lengthening piece K

☞

A Handrail lengthening piece K B Suspension beam K2

● When the Handrail lengthening piece K is used, the max. closure length is 1.00 m ● Allow for the min. lift-out distance of 30 cm!

☞

Areas of use


Areas of use

Dimension "a" [m]

Dimension "a" [m]

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3

0.4

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3

0.4

0.6 0.7

0.5 W

0.8 0.9 1.0 1.1

X

1.2 1.3 1.4 1.5

9725-101

h [m] (from decking to edge of eaves)

h [m] (from decking to edge of eaves)

0.5

0.6 0.7 0.8

Y

0.9 1.0 1.1

Z

1.2 1.3 1.4 9725-102

1.5

W Folding platform – standard X with Handrail lengthening piece K

Y Folding platform with Suspension beam K2 Z with Suspension beam K2 and Handrail lengthening piece K

Dimensioning example for determining the max. dimension "h" (from decking to edge of eaves). Given: Eaves depth "a" = 0.80 m Results (possibilities): ● Folding platform (standard), as shown in area (W) h = max. 0.70 m or ● Folding platform with Handrail lengthening piece K, as shown in area (X) h = max. 1.40 m

Dimensioning example for determining the max. dimension "h" (from decking to edge of eaves). Given: Eaves depth "a" = 0.80 m Results (possibilities): ● Folding platform with Suspension beam K2, as shown in area (Y) h = max. 0.90 m or ● Folding platform with Suspension beam K2 and Handrail lengthening piece K, as shown in area (Z) h = max. 1.50 m

999725002 - 09/2010


Protection platform


a

Sloping-rooftop fall barrier as defined by Önorm B 4007

A

9725-423-01

a ... min. 60 cm A Handrail lengthening piece K

☞


22



Protection platform

Handrail lengthening piece K The Handrail lengthening piece K considerably extends the range of use of the Folding platform K as a fall barrier for work on sloping roofs (see diagrams in the section headed "Protection platforms: Slopingrooftop fall barriers").

☞

With in-situ bridging using planks A

B

C D

Important note: When the Handrail lengthening piece K is used, the max. closure length is 1.00 m F

On Closure platform 3.00m A

B

C D 9725-230-01

A Handrail lengthening piece K B Scaffolding tube 48.3mm C Swivel coupler 48mm D Safety net E

9725-229-01

A Handrail lengthening piece K B Scaffolding tube 48.3mm C Swivel coupler 48mm D Safety net E Closure platform 3.00m

Assembly instructions ➤ Put up the railings of the Closure platform 3.00m: These automatically slot in when they reach the stop. ➤ Attach the lifting chain. ➤ Set down the Closure platform 3.00m (E) on the two corner folding platforms with equal overlap to either side. (No additional fixing required). ➤ Push the Handrail lengthening piece K (A) all the way into the handrail post of the folding platform ➤ Insert the scaffolding tubes (B) into the quick-acting couplings on the Handrail lengthening pieces. Wedge in place firmly. ➤ Link the scaffolding tubes at the corners with Swivel couplers 48mm (C) . ➤ Fix the safety nets (D) in place.

F Planks

Assembly instructions ➤ Cover the corner zone with planks (F) . (Min. overlap 20 cm). ➤ Attach guard-rail boards at foot and chest height, and for fixing the net to. ➤ Push the Handrail lengthening piece K (A) all the way into the handrail post of the folding platform ➤ Insert the scaffolding tubes (B) into the quick-acting couplings on the Handrail lengthening pieces. Wedge in place firmly. ➤ Link the scaffolding tubes at the corners with Swivel couplers 48mm (C) . ➤ Fix the safety nets (D) in place.

999725002 - 09/2010


Protection platform


Protection platforms: Protective canopies

b

A

9725-358-01

b .. Sidewall height

As per DIN 4420-1

As per ÖNORM B4007

Sidewall height b [cm] 60.0 (extra guard-rail board (A) required) 50.0 (corresponds to the standard height – therefore no extra guard-rail board (A) required)

Cover the gaps between the decking and the wall, and between the platforms. Board thicknesses: ● 20x3.5 cm for support centres of up to 1.50 m ● 24x4.5 cm for support centres of up to 2.50 m

24



Protection platform

999725002 - 09/2010


Anchoring on the structure


Overview of suspension methods Anchoring on the structure

Cone-type suspension points

9725-216-01

Suspension point in concrete Without insulation (standard suspension point) Expendable parts Pigtail anchor 15.0

or Stop-anchor 15.0 16cm

Sealing sleeve 15.0/5cm

Cantilever positioning cone 15.0/5cm

Re-useable parts Tie-rod 15.0, length approx. Super-plate 15.0 20 cm

or Sealing sleeve S 15.0/5cm

Suspension cone 15.0 5cm

or Fixing plate 15.0

Without insulation (variant using Bridge edge beam anchor) Expendable parts Bridge edge beam anchor 30kN/15.0

Re-useable parts Screw-in cone 30kN/15.0

Nailing cone 15.0

With insulation of up to 11 cm Expendable parts Re-useable parts Sealing sleeve 15.0 for insulation up to Suspension cone 15.0 for insulation up Pigtail anchor 15.0 Cone screw RD 28 11 cm to 11 cm

or Stop-anchor 15.0 16cm

In addition, where needed: Positioning disc RD 28

Suspension point fixed in a hole subsequently drilled in the concrete Expendable parts Rock-anchor spreader unit 15.0

Re-useable parts Tie-rod 15.0

Suspension points subsequently fixed onto the concrete floor-slab Without insulation, or with insulation up to 10 cm thick

Rock anchor installation tube

Suspension cone 15.0 with collar

With insulation and/or facing brickwork between 10 and 30 cm thick Re-useable part Suspension profile AK

Re-useable part Suspension plate AK

26




Loop-type suspension points In order to hang the Folding platform K into place, there must be a Bow head K-ES (A) mounted on every Suspension head. 1) Insert the Bow head K-ES into the Suspension head of the Folding platform K 2) Push the Safety pin ES into place

Suspension point for fair-faced concrete The Fair-faced concrete positioning cone 15.0 5cm is particularly suitable for fair-faced concrete projects where the form-tie points and suspension points are required to make a uniform hole-pattern.

2

☞

1

Safety warning: The Fair-faced concrete positioning cone may only be used on suspension points that are located within a maximum of 80 cm from the top edge of the concrete. The reason for this restriction is the reduced load-bearing capacity of such suspension points, due to the shallower screw-in depth of the end of the tie-rod nearest the form-ply.

3) Secure by turning the lever-latch Anchoring situation

Illustrated inside the concrete

B A

D

9725-333-01

C

Suspension point in concrete floor-slab Without insulation (standard suspension point) Expendable part Suspension loop ES

Tr754-200-01

A Fair-faced concrete positioning cone 15.0 5cm B Stop-anchor double-ended 15.0 C Extra reinforcementsteel D Fair-faced concrete plug 41mm

2 per suspension point

Suspension points subsequently fixed onto the concrete floor-slab

If it is intended to use this type of suspension point, a Doka technician must be contacted before the project starts. Result (in terms of appearance):

Without insulation, or with insulation up to 10 cm thick Re-useable part Suspension plate ES


With insulation and/or facing brickwork between 10 and 30 cm thick

Tr635-201-01

Re-useable part Suspension profile ES


The form-tie points and/or suspension points have a uniform, regular hole-pattern.

999725002 - 09/2010




Cone-type suspension points ➤ Warning against not screwing in the parts (e.g. stop anchors or pigtail anchors) far enough into the positioning cones: This may subsequently lead to reduced load-bearing capacity and to the failure of the suspension point - resulting in injury and damage. ➤ Always screw in components until they fully engage – that is, for the full length as far as the depth mark on the stop-anchor or pigtail anchor. ➤ Make sure that the parts then used for the suspension point are for the same depth of concrete cover. ➤ Do not use the positioning cone as a rod connector ➤ Tie the pigtail anchor or stop anchor to the reinforcement with binding wire. This prevents it becoming detached during pouring and vibrating. WARNING Sensitive rod steel! ➤ Never weld or heat tie-rods. ➤ Tie rods that are damaged or have been weakened by corrosion or wear must be withdrawn from use. ➤ Only use approved tie-rods.

☞

Cones and accessories are also available for a 2 cm depth of concrete cover. The articles in question are: ● Suspension cone 15.0 Art.n° 581970000 ● Cantilever positioning cone 15.0 Art.n° 581698000 ● Sealing sleeve 15.0 Art.n° 581989000 ● Sealing sleeve S 15.0 Art.n° 581696000 These suspension points are prepared in a similar way to the instructions given for the Suspension cone 15.0/5cm. However, special care must be taken to ensure that components for different depths of concrete cover are kept strictly separate (see warnings above)!

Dimensioning the suspension point The required cube compressive strength of the concrete at the time of loading must be specified separately for each project by the structural designer. It will depend on the following factors: ● load actually occurring ● length of stop-anchor or pigtail anchor ● reinforcement / extra reinforcement steel ● distance from edge The introduction of the forces, the transfer of these forces into the structure, and the stability of the overall construction, must all be verified by the structural designer. The required cube compressive strength fck,cube,current must be at least 10 N/mm2, however.

Suspension point in concrete – without insulation (standard suspension point) Tools needed: ● Reversible ratchet 1/2" ● Positioning-cone spanner 15.0 DK

Positioning point with hole drilled through the form-ply ➤ Drill a diam. 18 mm hole in the form-ply (position as shown in shop drawing / assembly plan). ➤ Screw the Stop-anchor or pigtail anchor (A) into the Cantilever positioning cone (C) until fully engaged. ➤ Insert a Tie-rod 15.0 (F) (length approx. 20 cm) through the hole drilled in the form-ply, screw it into the Cantilever positioning cone and tighten it with the Super-plate 15.0 (J) .

1.0

Suspension situation with cone-type suspension points:

G

a

J 9725-398-01

9725-249-01

E Longitudinal reinforcement and U-reinforcements, min. diam. 8 mm, spaced max. 15 cm apart

1 cm distance between depth mark (G) and cone.

a ... Cone axis to top of decking: 6.5 cm

Note: Cantilever positioning cones are supplied with Sealing sleeves 15.0 5cm (D) . Every time the Universal climbing cones are used again, fit them with new sealing sleeves first!

28




Positioning point

Before pouring

No hole drilled through form-ply (e.g. where there is a Doka beam or the profile of a framed formwork panel directly behind the location of the positioning-point). ➤ Nail a Cantilever positioning cone (C) to the form-ply using a Fixing plate 15.0 (H) (position as shown in project plan). ➤ Screw the Stop-anchor or pigtail anchor (A) into the Cantilever positioning cone until fully engaged.

➤ Check all positioning points and suspension points once again.

Suspension point ➤ Warning against not screwing in the suspension cones sufficiently far: The resulting reduction in the load-bearing capacity may cause the suspension point to fail, leading to injury and damage. ➤ Never mix components that have different depths of concrete cover - this causes the screw-in depths to be insufficiently deep. ➤ Always screw in components until they fully engage.

1.0

G


1 cm distance between depth mark (G) and cone. Note: Cantilever positioning cones are supplied with Sealing sleeves 15.0 5cm (D) . Every time the Universal climbing cones are used again, fit them with new sealing sleeves first! When the Fixing plate 15.0 is used, we also recommend using the Sealing sleeve S 15.0 5cm. This has a trumpet-shaped end which improves the tightness of the join.

➤ Use a Reversible ratchet 1/2" and Positioning-cone spanner 15.0 DK to unscrew the Cantilever positioning cone together with the Fixing plate 15.0. When carefully fitted, and removed without using force, the Fixing plate 15.0 can be used several times over. ➤ Screw in Suspension cone 15.0 (I) until fully engaged, and tighten using Reversible ratchet 1/2". Pigtail anchor 15.0 a

d

H 9725-410-01

I 9725-411-01

d ... min. 16.0 cm a ... 74.0 cm (where there is 5 cm concrete cover on both sides)

Stop-anchor 15.0 16cm a

9725-425-01

a ... 26 cm (where there is 5 cm concrete cover on both sides)

See the User Information booklet "Doka climbing formwork system K" for other ways of fixing anchorages in walls.

999725002 - 09/2010




Suspension points in concrete for reduced loading requirements

After formwork has been struck ➤ Remove the Nailing cone from the anchoring point.

WARNING ➤ Use of the Bridge edge beam anchor 30kN 15.0 is only permitted up to Load Class 3. It is forbidden to place formwork or heavy loads on the platform decking!

b a

A

The Bridge edge beam anchor 30kN 15.0 is typetested.

Fitting the Bridge edge beam anchor ➤ Nail a Nailing cone to the form-ply (position as shown in shop drawing / assembly plan).

9418-205-01

a ... Depth of concrete cover 4.0 cm b ... Installation depth 11.5 cm A Nailing cone 15.0

B

A

9418-203-01

➤ Screw in the Screw-in cone until it is fully engaged. E

A Nailing cone 15.0 B Sealing ring

Make sure that the sealing ring is fitted correctly! ➤ Push the Bridge edge beam anchor onto the nailing cone.

9418-207-01

C

Z

9418-204-01

E Screw-in cone 30kN 15.0

C Bridge edge beam anchor 30kN 15.0 Z Extra reinforcement steel

➤ Tie the Bridge edge beam anchor tightly to the reinforcements with binding wire. This prevents it becoming detached during pouring and vibrating.

☞

If statically required – place extra reinforcement steel.

To make the suspension point reusable and achieve lasting protection against corrosion* Where an ungalvanised "standard" Bridge edge beam anchor 30 kN 15.0 has been used, you can give the suspension point lasting (electrochemical) protection against corrosion by screwing a Zinc plug 15.0 into the anchor after the formwork has been removed. * European Patent EP 1 045 087 Field of use: Especially in bridge-building: ● piers ● superstructures For suspension points which are intended to be re-usable in many years' time, when the time comes to rehabilitate the structure.

30




Positioning point

Suspension points in concrete – insulation up to 11 cm thick Tools needed: ● Reversible ratchet 1/2" ● Reversible ratchet 3/4" ● Universal cone spanner 15.0/20.0

Positioning point with hole drilled through the form-ply ➤ Drill a diam. 30 mm hole in the form-ply (position as shown in the project plan). ➤ Screw a Stop-anchor or pigtail anchor (A) into the Suspension cone 15.0 for insulation up to 11 cm (C) . ➤ Insert a Cone screw Rd28 (F) through the hole drilled in the form-ply, screw it into the cone and tighten it.

No hole drilled through form-ply (e.g. where there is a Doka beam or the profile of a framed formwork panel directly behind the location of the positioning-point). ➤ Nail a Positioning disc Rd28 (H) to the form-ply (position as shown in project plan). ➤ Screw the Suspension cone 15.0 for insulation up to 11 cm (C) onto the Positioning disc Rd28. ➤ Screw the Stop-anchor or pigtail anchor (A) into the Cantilever positioning cone until fully engaged.

0.5

H

9725-413-01

0.5 E Longitudinal reinforcement and U-reinforcements, min. diam. 8 mm, spaced max. 15 cm apart F

0.5 cm distance between depth mark (G) and cone.

9725-412-01


0.5 cm distance between depth mark (G) and cone.

Note: Suspension cones 15.0 for insulation up to 11cm are supplied with Sealing sleeves (D) . Every time the Universal climbing cones are used again, fit them with new sealing sleeves first!

Note: Suspension cones 15.0 for insulation up to 11cm are supplied with Sealing sleeves (D) . Every time the Universal climbing cones are used again, fit them with new sealing sleeves first!

999725002 - 09/2010




Before pouring ➤ Check all positioning points and suspension points once again.

Suspension point fixed in a hole subsequently drilled in the concrete In concrete walls

➤ Warning against not screwing in the suspension cones sufficiently far: The resulting reduction in the load-bearing capacity may cause the suspension point to fail, leading to injury and damage. ➤ Never mix components that have different depths of concrete cover - this causes the screw-in depths to be insufficiently deep. ➤ Always screw in components until they fully engage. ➤ Unscrew the Positioning disc Rd28 with a Reversible ratchet 1/2". When carefully fitted, and removed without using force, the Positioning disc Rd28 can be used several times over. ➤ Screw in the Cone screw Rd28 (F) until fully engaged, and tighten using the Reversible ratchet. a

d

F

d ... min. 16.0 cm

Dimension "a" (wall thickness)

32

a A

B

C

9725-393-01

a ... Depth of drilled hole min. 250 mm h ... 6.5 cm A Rock-anchor spreader unit 15.0 (expendable anchoring component) B Tie-rod 15.0 C Suspension cone 15.0 with collar

9725-414-01

Pigtail anchor 15.0 Stop-anchor 15.0 16cm

Using Rock anchor spreader unit 15.0 + Suspension cone 15.0 with collar

h

Suspension point

92.5 cm 44.6 cm

Before using, be sure to read and follow the directions in the installation instructions for the "Rock anchor spreader unit 15.0" and "Suspension cone with collar 15.0"! Extra components needed for preparing the suspension point: ● Tensioning instrument B, consisting of - 1 hollow-piston cylinder - 1 hydraulic hand pump - 1 pressure support - 1 carrying case ● Rock anchor installation tube ● Spanner for tie-rod 15.0/20.0 ● Super-plate 15.0 ● Rock drill-bits diam. 37 or 38 mm




Suspension points subsequently fixed onto the concrete floor-slab Without insulation, or with insulation up to 10 cm thick

With insulation and/or facing brickwork between 10 and 30 cm thick With Suspension profile AK a c A

With Suspension plate AK

D

a A C

b

b

C

B

9725-416-01

B 9725-387-01

a ... 60.0 cm b ... min. 16.0 cm A Suspension plate AK B Insulation, max. 10 cm thick C Doka Express anchor 16x125mm

WARNING ➤ Use of the Suspension plate is permitted with Load Class 2 only. It is forbidden to place formwork or heavy loads on the platform decking! Minimum load-bearing capacity for dowel-type connections (these forces occur simultaneously): Tensile force: ≥ 5.0 kN Shear force: ≥ 9.2 kN e.g.: Doka Express anchor 16x125mm Minimum value of the characteristic cube compressive strength (fck,cube): 25 N/mm2 or 250 kg/cm2 (C20/25 grade concrete) Follow the directions in the "Doka Express anchor 16x125mm" Installation Instructions! Installation hint for masonry: Leave out a brick where the suspension plate is to be mounted. The suspension plate can then be dismounted from inside the structure.

a ... 113.0 cm b ... min. 16.0 cm c ... max. 30.0 cm A Suspension profile AK B Insulation C Facing brickwork D Doka Express anchor 16x125mm

WARNING ➤ Use of the Suspension profile is permitted with Load Class 2 only. It is forbidden to place formwork or heavy loads on the platform decking! Minimum load-bearing capacity for dowel-type connections (these forces occur simultaneously): Tensile force: ≥ 5.0 kN Shear force: ≥ 9.2 kN e.g.: Doka Express anchor 16x125mm Minimum value of the characteristic cube compressive strength (fck,cube): 25 N/mm2 or 250 kg/cm2 (C20/25 grade concrete) Follow the directions in the "Doka Express anchor 16x125mm" Installation Instructions! Installation hint for masonry: Leave out a brick where the suspension plate is to be mounted. The suspension plate can then be dismounted from inside the structure.

9725-202-01

9725-419-01

➤ Before undoing the Express anchor or dowel, make sure that the platforms have been removed from the suspension points!


999725002 - 09/2010




Loop-type suspension points Suspension point in concrete floorslab – without insulation (standard suspension point) The Suspension loop ES from Doka conforms to the DIN, EN and ÖNORM rules. For other makes of loop, a statical check must be performed. The anchoring variants given in DIN 4420-3 may also be used, as an equivalent.

Suspension points subsequently fixed onto the concrete floor-slab Without insulation, or with insulation up to 10 cm thick With Suspension plate ES a C

A

b

c

a

b

c

B

9725-389-01

a ... 60.0 cm b ... min. 16.0 cm c ... 7.7 cm

A

A Suspension plate ES B Insulation, max. 10 cm thick

9725-417-01

f

e

f

C Doka Express anchor 16x125mm

d

a ... min. 50 cm b ... min. 13.0 cm c ... 17.5 cm d ... 9.0 to 10.0 cm e ... 8.0 cm f ... 4.0 cm A Suspension loop ES

☞

Do not deform (bend, buckle etc.) Suspension loops!

Characteristic cube compressive strength of the concrete (fck,cube):min. 10 N/mm2 or 100 kg/cm2

WARNING ➤ Use of the Suspension plate is permitted with Load Class 2 only. It is forbidden to place formwork or heavy loads on the platform decking! Minimum load-bearing capacity for dowel-type connections (these forces occur simultaneously): Tensile force: ≥ 5.0 kN Shear force: ≥ 9.2 kN e.g.: Doka Express anchor 16x125mm Minimum value of the characteristic cube compressive strength (fck,cube): 25 N/mm2 or 250 kg/cm2 (C20/25 grade concrete) Follow the directions in the "Doka Express anchor 16x125mm" Installation Instructions! Installation hint for masonry: Leave out a brick where the suspension plate is to be mounted. The suspension plate can then be dismounted from inside the structure.

9725-420-01


34




With insulation and/or facing brickwork between 10 and 30 cm thick With Suspension profile ES a c A

b

d

D

9725-415-01

C

B

a ... 113.0 cm b ... min. 16.0 cm c ... max. 30.0 cm d ... 7.7 cm A Suspension profile ES B Insulation C Facing brickwork D Express anchor 16x125mm

WARNING ➤ Use of the Suspension profile is permitted with Load Class 2 only. It is forbidden to place formwork or heavy loads on the platform decking! Minimum load-bearing capacity for dowel-type connections (these forces occur simultaneously): Tensile force: ≥ 5.0 kN Shear force: ≥ 9.2 kN e.g.: Doka Express anchor 16x125mm Minimum value of the characteristic cube compressive strength (fck,cube): 25 N/mm2 or 250 kg/cm2 (C20/25 grade concrete) Follow the directions in the "Doka Express anchor 16x125mm" Installation Instructions! Installation hint for masonry: Leave out a brick where the suspension plate is to be mounted. The suspension plate can then be dismounted from inside the structure.

9725-421-01

➤ Before undoing the Express anchor or dowel, make sure that the platforms have been removed from the suspension points! 999725002 - 09/2010


Assembly instructions


Set-up procedure Assembly instructions

Separating the platforms

Pulling out the pressure rod

➤ Lift the stacked platforms off the truck by crane or forklift truck, and set them down on a flat, paved surface. ➤ Attach the four-part lifting tackle to the crane hoisting points at the front and to the extra lifting bows at the rear (C) .

☞

Only attach and lift 1 platform at a time.

CAUTION After being released, the pressure rod swings downwards! ➤ Hold the pressure rod (H) in one hand. ➤ Then, with the other hand, lift up the red safety clip (F) and pull out the U-bolt (G) as far as it will go. ➤ Gradually lower the pressure rod by hand.

F C 9725-223-01

G

Putting up the railings ➤ Tilt up the railings (D) . When you reach the stop, lift the railings and slot them into place.

H 9725-226-02

Bolting the vertical rod in place D

➤ Tilt up the vertical rod (I) and fix it by inserting the Ubolt (G) . ➤ Secure the U-bolt with the red safety clip (F) to prevent it being opened accidentally. The Folding platform K is now ready for use.

9725-405-01

F

Attaching the crane ➤ Pull the lifting bows up out of their recesses, attach the four-part lifting tackle (E) (e.g. Doka 4-part chain 3.20m) and raise the folding platform.

G

I

E

9725-403-01

9725-226-03

36




Hanging the Folding platform K into place

9725-418-01

For all cone-type suspension points, the rule is: ➤ Raise the Folding platform K with a four-part lifting tackle.

9725-249-01

This raises the front lifting bows, opening the lift-out guard. ➤ Once the Folding platform K is suspended from the suspension cone, the load is removed from the fourpart lifting tackle.

The lifting bows drop into the starting position, automatically securing the platform against accidental lift-out. "Locked" position = lifting bow is flush with decking.

999725002 - 09/2010




Length adjustment and corner solutions with Closure platform 3.00m This ready-to-use, fold-down platform is the quick way of making closures up to 2.50 m long, and corner configurations. Other features include: ● Long service life thanks to its sturdy design and galvanised steel railings.

Transporting, stacking and storing When folded closed, the pre-assembled Closure platforms are easy to transport and store. With their high packing density and ideal dimensions, they make highly efficient use of the available storage and shipping capacity. Note: Only set down stacks of platforms on flat, paved surfaces. Stack of 10 Closure platforms 3.00m

169

110

17.2

9725-208-01

A 9725-286-01

System dimensions:

A 10 cm high squared timbers

Hinged part folded out

Hinged part folded in

116

188

Preparing the platform

88

15°

15°

62

105

160

9725-352-01

343

1) Tilt up the railings and slot them into place at 15°. In this form, the Closure platform is ready for use as a corner decking unit. 2) Fold out the hinged part. In this form, it is ready for use as a closure decking unit.

1

300

9725-207-01

2

The integral crane hoisting points enable the Closure platform to be lifted safely using a four-part lifting tackle.

9725-224-01

38




Length adjustment

Corner solution

➤ Position the Closure platform 3.00m across the middle of the closure zone.

➤ Place a Closure platform 3.00m across the corner zone. Front hinged part must be folded back. Minimum overlap 20 cm!

c

See the following sections: ● Working platform with formwork ● Working platform without formwork ● Protection platform

☞

e

Do not exceed the max. closures a, depending on the usage situation.

f

☞

9725-298-01

a

d

Manhole ➤ Position the Closure platform 3.00m across the middle of the closure zone. Front hinged part must be folded back. Do not exceed the max. closures, as stated for the length adjustment.

c ... 15 to 75 cm d ... 75 cm e ... min. 130 cm f ... min. 90 cm

b

☞

9725-296-01

9725-297-01

b ... 86 cm

999725002 - 09/2010




Corner solution

with planks

f

e

Closures and corner transitions can also be made using field-built solutions.

Length adjustment

c

A

d

9725-247-01

a c ... 15 to 75 cm d ... 75 cm e ... min. 130 cm f ... min. 90 cm 9725-206-01

A Attach a guard-rail board with a Universal railing shackle or with two 28x65 nails on each side

Floor planking: ➤ Lay down planks with a min. cross-section of 20x5 cm. Minimum overlap 75 cm!

☞

➤ Cover the corner zone with planks (min. 20x5 cm). Minimum overlap 20 cm! ➤ Fix the guard-rail boards (min 15x3 cm) with two 28x65 nails on each side. Minimum overlap 15 cm! The Universal railing shackle can be used in the same way as with the length adjustment.

Do not exceed the max. closures a, depending on the usage situation. See the following sections: ● Working platform with formwork ● Working platform without formwork ● Protection platform

Setting up guard rails using the Universal railing shackle: ➤ Attach the Universal railing shackles to the side railings of the folding platform using two 28x65 nails. ➤ Insert guard-rail boards (min. 15x3 cm) into the Universal railing shackles and fix them with two 28x65 nails on each side. Minimum overlap 15 cm! Nailing the railings on directly: ➤ Fix the guard-rail boards (min 15x3 cm) with two 28x65 nails on each side. Minimum overlap 15 cm! Note: The plank and board thicknesses given here comply with the C24 category of EN 338 (S10 of DIN 4074). In Germany, wooden deck-boards must bear the "Üsymbol" mark of conformity.

40




Platform assembled from single brackets Makes it possible to choose any bracket spacing and any length of platform, for constructing closure platforms (of e.g. less than 3.0 m in length) and special shapes for use in corner zones. C

B

A D

E F

9725-424-01

A Folding bracket K B Planks, min. 20x5 cm (site-provided) C Guard-rail boards, min. 15x3 cm (site-provided) D Scaffolding tube 48.3mm E Screw-on coupler 48mm 50 F Swivel coupler 48mm

Max. influence width per bracket 1.50 m

☞

On platform configurations of this type, the following points MUST be observed: ● Screw the deck-boards and guard-rail boards onto the Folding brackets K. ● Brace the Folding brackets K with scaffolding tubes as needed. Detailed information on mounting the bracing and the decking may be found in the User Information booklet "Doka climbing formwork system K".

Note: The plank and board thicknesses given here comply with the C24 category of EN 338 (S10 of DIN 4074). In Germany, wooden deck-boards must bear the "Üsymbol" mark of conformity.

999725002 - 09/2010


Other possible areas of use


Bridging openings in walls Other possible areas of use

For bridging wall-openings in the horizontal, either of the following may be used: ● Multi-purpose waling WS10 Top50 ● Squared timbers These bridging beams are also suitable for use as supporting profiles in masonry construction.

Areas of use

9725-276-01

b

Bridged using Multi-purpose waling WS10 Top50 Squared timbers 12x14 cm

9725-221-01

Fix the bridging beam so that it cannot fall off!

With Multi-purpose waling WS10 Top50

9725-274-01

2.20 m

4.00 m

*

1.90 m

* Load Class 3: 1.90m without formwork, without suspended platform. Load Class 2: 1.90 m with formwork, without suspended platform. Formwork shored from floor slab. (See the section headed: "Working platform with formwork", column 2)

With squared timbers 12x14 cm

9725-275-01

☞

Opening width b Working platform Protection platform

a

Length of Multi-purpose waling: a ... 14 cm 2.75 m or 3.50 m Possible ways of mounting to platform: ● Connecting pin 25 cm with spring ● Fix with binding wire cotter 5mm or ● Hexagon screw M20x90 with nut and spring washer

Can also be mounted to the folding platform when this is folded closed. The bridging beam can remain on the closed folding platform.

42




Bridging storey-high openings Lengthening piece with Support girder and Strut

Practical example

The lengthening piece is required in situations where the pressure point of the folding platform is not resting against part of the structure (as in e.g. skeleton-type construction, wall openings etc.).

e

b

a

d

c

For loadability data, see: ● Working platform with formwork ● Working platform without formwork

H 9725-268-01

F G

a ... Possible storey heights 2.12 to 3.34 m b ... 333.0 cm c ... 6.4 cm d ... 107.0 cm e ... Hole-grid 12x10.0 cm = 120.0 cm

C

E

A

D

9725-211-01

B

The lengthening piece consists of: Item Designation A B C D E F G h

Support girder Bearing profile Screw-on coupler 48mm 50 Horizontal strut 1.35m Horizontal brace d2 175 Scaffolding tube 48.3mm 2.00m Scaffolding tube 48.3mm 3.50m Strut

N° of items Folding plat- Folding platform K form K 3.00m 4.50m 2 3 2 3 2 3 1 2 1 2 1 --1 2 3

The lengthening piece is supplied knocked-down, incl. all necessary fixing items.

999725002 - 09/2010




Assembly instructions ➤ Place the Support girder (A) on level ground. Fasten the Bearing profile (B) onto the Support girder in the desired position (will depend on the storey height), using a Pin D16/112 (U) , and secure with a linch pin. ➤ Mount the Screw-on couplers 48mm 50 (C) in the top hole on the Support girder. U

A

C

➤ Gradually raise the folding platform: The Support girder and Strut automatically pivot downwards. ➤ Pivot the Strut (H) forward into the Support girder, fix it in place in the borehole (X) with a D16/112 pin and secure with a linch pin.

B 9725-236-01

➤ Place the 2nd Support girder on the floor beside the 1st (on 4.50 m wide platforms, a 3rd Support girder may also be needed). Centre-to-centre distance: 1.50 m. (Mount the Bearing profile and the Screw-on coupler 48mm 50 as described above). ➤ Fasten the Horizontal strut 1.35m (D) to the Bearing profile with M16x45 hexagonal bolts. ➤ Mount the Horizontal brace d2 175 (E) to provide diagonal bracing, bolting it on with M16x45 hexagonal bolts. ➤ Mount a Scaffolding tube 48.3mm (F) into the Screw-on couplers 48mm 50, to provide horizontal bracing. X

F

x

D

9725-240-01

H

The Folding platform K plus Lengthening piece is now ready for use.

Dismantling E

To dismantle, perform the above steps in reverse order.

9725-237-01

➤ Using a D16/112 pin, insert the Support girder (A) into the borehole (V) on the folding platform, and secure with a linch pin. ➤ Using a D16/112 pin, insert the Strut (H) into the borehole (W) on the folding platform, and secure with a linch pin.

H

W A

V 9725-239-01

44




Lengthening piece with Multi-purpose waling and Strut

Practical example

b

a

d

c

For loadability data, see: ● Working platform with formwork ● Working platform without formwork

I J

C

H E

D F

B

e

9725-269-01

A

9725-426-01

G

The lengthening piece consists of: Item Designation A B C D E F G H I J

Multi-purpose waling WS10 Top50 3.50m Swivel coupler 48mm Screw-on coupler 48mm 50 Scaffold tube 48.3mm 2.00m Scaffold tube 48.3mm 2.50m Scaffold tube 48.3mm 3.50m Facade pre-cast member clamp V* Strut* Pin D16/112 (Art.n° 500403330) Linch pin 6x42 (DIN 11023)

N° of items Folding Folding platform K platform K 3.00m 4.50m 2

3

2 4 2 1 -2 2

4 6 -2 2 3 3

2

3

2

3

a ... Possible storey heights 2.12 to 4.57 m b ... min. 211.0 cm - max. 245.0 cm c ... 6.4 cm d ... 107.0 cm e ... 14.0 cm

CAUTION ➤ The Facade pre-cast member clamp V must be mounted within range "b", irrespective of the length of the multi-purpose walings. Note: As an alternative to the Facade pre-cast member clamp V, a squared timber 12x14 cm can be fixed onto the multipurpose walings with square bolts M10x160.

* Fixing items included with product. 9725-212-01

999725002 - 09/2010




Second workdeck level with Suspended platform 120 4.30m

Practical example

For finishing-work on cured concrete surfaces or for installation work (e.g. dismounting unneeded suspension points).

a

Follow the directions in the "Doka climbing formwork K" User Information booklet!

B

9725-270-01

A

b

c

a ... 434.0 cm b ... 15.0 cm c ... 115.0 cm

B

9725-213-01

Items needed: Item Designation A B

Suspended platform 120 4.30m Planks and guard-rail boards*

N° of items Folding plat- Folding platform K form K 3.00m 4.50m 2 3 ---

The lengthening piece is supplied knocked-down, incl. all necessary fixing items (except for *). * site-provided

46




Folding platform K as a base on which to stand façade scaffolding

Platform width [m]

Centres [m]

Load Class EN 12811

Number of scaffold levels on top of one another when using sleepers: steel girders: 12/10 [cm]

0.7 0.7 1.0 1.0 1.0 1.0

3.0 2.5 3.0 2.5 3.0 2.5

3 3 3 3 5 5

4 6 1 2 -----

16/10 [cm]

14/12 [cm]

16/14 [cm]

WS10

8 9 4 5 -----

11 13 6 9 1 1

19 22 13 15 2 4

19 22 13 15 2 4

Load Class EN 12811

Number of scaffold levels on top of one another when using sleepers: steel girders: Centres [m]

1. Work being carried out on one scaffold level only:

2. Work being carried out on every scaffold level:

Platform width [m]

This method is particularly recommended in situations where it is not possible to erect façade scaffolding from the ground up, e.g. because of an open building pit or because traffic and pedestrian access routes have to be left clear. The high load-bearing capacity of the Folding platform K – coupled with the statically computed scaffold heights given below – greatly extend the folding platforms' possible range of use. The following tables show the number of "storeys" (i.e. scaffold levels on top of one another) that are possible for different thicknesses of sleeper, for:

12/10 [cm]

0.7 0.7 1.0 1.0 1.0 1.0

3.0 2.5 3.0 2.5 3.0 2.5

3 3 3 3 5 5

2 2 1 1 -----

16/10 [cm]

14/12 [cm]

16/14 [cm]

WS10

2 3 2 2 -----

3 4 2 3 1 1

5 6 3 4 1 1

5 6 3 4 1 1

Read and observe the Instructions for Assembly and Use provided by the façade scaffolding manufacturer!

Practical example a

B

Tr641-200-01

A

A

a ... max. 30 cm A Sleeper or Steel waling WS10 B Façade scaffolding

999725002 - 09/2010


Repositioning


Moving the platform Repositioning

The Folding platforms K are normally lifted using suitable four-part lifting chains such as the Doka 4-part chain 3.20m. In special usage situations, the Platform transport fork K/M may be used.

Lifting with Platform transport fork K/M Always use the Platform transport fork K/M for lifting the platforms: ● when it is not possible to walk onto the platform to attach the four-part lifting chain; ● when the platform is being used as a sloping-rooftop fall barrier and cannot be lifted out by four-part lifting chain because of the projecting eaves. Follow the directions in the "Platform transport fork K/M" Operating Instructions!

☞

Where cone-type suspension points are used, observe the following: ➤ Unlock the anti-liftout guard. Before the Folding platform K can be lifted off its suspension points, the red lifting bow (H) must be shifted into the "parking position" (fixed in the short slot). H

9725-295-01

➤ Re-lock the anti-liftout guard. After hanging the platform into place on the suspension cone, move the lifting bow back into the locked position (fixed in the long slot so that the lifting bow is flush with the platform decking).

Check before using with the Folding platform K: Telescopic beam must be completely extended, and fixed in place.

h

Close-up of extended telescopic beam

9725-294-01

With loop-type suspension points With cone-type suspension points

48

Dimension h min. 30 cm min. 13 cm



Repositioning

Climbing with the Folding platform K Climbing formwork K Simply adding a few standard components and the Connection shoe K to the Folding platform K transforms it into a fully-fledged, tiltable climbing formwork the Climbing formwork K. ● It is used in situations where formwork has to be lifted in several casting steps and where retractable formwork is not required. ● The formwork-plus-platform unit is shifted in its entirety in one single crane cycle. ● The formwork is set up and struck with no need for a crane, meaning that the only crane times needed are those for the lifting operations. For loadability data, see: "Working platform with formwork". More information will be found in the User Information booklet "Doka climbing formwork system K". There is a special "Instructions for Assembly and Use" booklet for the Climbing formwork K to help users set up and use the formwork correctly.

9715-243-01

999725002 - 09/2010


General remarks


Sideguards on exposed platform-ends General remarks

Suitable sideguards must be provided on exposed ends of platforms.

with Handrail clamp S

with Side handrail clamping unit T A B A

C

B C

9725-203-01

9725-204-01

A Guard-rail board min. 15x3 cm (in-situ)

A Integrated telescopic handrail

B Handrail clamp S

B Guard-rail board min. 15x3 cm (in-situ)

C Folding platform

C Folding platform

The sideguard consists of: ● 1 side handrail clamping unit T ● 1 railing plank min. 15/3 cm (in situ) How to mount: ➤ Fasten the clamping part to the decking of the folding platform using the wedge (clamping range 4 to 6 cm). ➤ Slot in the railing. ➤ Extend the telescopic railing to the desired length and secure it. ➤ Insert footguard (railing plank).

The sideguard consists of: ● 2 Handrail clamps S ● 3 guardrail boards, min. 15 x 3 cm (in-situ) How to mount: ➤ Fasten the handrail clamps to the decking of the folding platform using the wedge (clamping range 2 to 43 cm). ➤ Secure the guardrail boards to the loops on the Handrail clamp S with one 28 x 65 nail per loop. Follow the directions in the “Handrail clamp S” User information! Note: The plank and board thicknesses given here comply with the C24 category of EN 338 (S10 of DIN 4074).

50



General remarks

Fall-arrest systems on the structure Handrail post XP 1.20m

Handrail clamp T

● Attached with Screw-on shoe XP, railing clamp, Handrail-post shoe or Step bracket XP ● Protective grating XP, guard-rail boards or scaffold tubes can be used as the safety barrier

● Fixed in embedded anchoring

9755-205-01

98031-200-01

a

a

● components or reinforcement hoops ● Guard-rail boards or scaffold tubes can be used as the safety barrier

geprüfte Sicherheit

a ... > 1.00 m


a ... > 1.00 m

Follow the directions in the "Edge protection system XP" User Information booklet!

Follow the directions in the "Handrail clamp T" User Information!

Handrail post 1.10m Handrail clamp S

9756-206-01

9771-200-01

a

a

● Attached with integral clamp ● Guard-rail boards or scaffold tubes can be used as the safety barrier

● Fixed in a Screw sleeve 20.0 or Attachable sleeve 24mm ● Guard-rail boards or scaffold tubes can be used as the safety barrier


a ... > 1.00 m geprüfte Sicherheit

a ... > 1.00 m

Follow the directions in the "Handrail post 1.10m" User Information!

Follow the directions in the “Handrail clamp S” User information!

999725002 - 09/2010


General remarks


Formwork planning with Tipos-Doka Tipos-Doka helps you to form even more efficiently

Always the right quantities of formwork and accessories

Tipos-Doka has been developed to assist you in planning the use of your Doka formwork. For wall formwork, floor formwork and platforms, it puts the same tools into your hands that we at Doka use ourselves for formwork planning.

Easy to use, fast and accurate results The easy-to-use interface makes for very fast working. From when you input your layout (with the "SchalIgel"® on-screen assistant), all the way through to when you manually put the finishing touches to the formwork solution the program gives you. All this saves time - yours. The program contains a large number of templates and wizards, so you can be sure of always getting the optimum technical and economical solution to your formwork task. This makes for greater operational reliability, and cuts costs. You can get to work right away with the piece-lists, plans, views, sections and perspective drawings that the program gives you. Operational reliability is also enhanced by the high level of detail of the plans.

You can import the automatically generated piece-lists into many other programs for further processing.

Formwork components and accessories that have to be organised at short notice, or replaced by improvisation, are the ones that cost the most. This is why Tipos-Doka offers complete piece-lists that leave no room for improvisation. Planning with Tipos-Doka eliminates costs before they have a chance to even arise. And your depot can make the best possible use of its stocks.

Among other things, Tipos-Doka plans the following with Folding platforms: ● Distribution of the folding platforms in accordance with the Load Classes ● Closures ● Corner solutions ● Safety railings ● Height-adjusted applications (raised/lowered)

Drawings of formwork and platforms really can be this detailed! Both for the layout and for spatial representations, Tipos-Doka sets an impressive new standard of visual presentation. 52



General remarks

Doka service offerings Doka Reconditioning Service

Doka customer training

To ensure the very greatest safety on the next assignment as well.

Formwork training pays

Inspecting, cleaning and maintaining your Doka working and protection platforms – the Doka Reconditioning Service will be pleased to take care of all of these tasks for you. Its highly qualified staff and special equipment will soon get your platforms and accessories back in top form, quickly and economically. The advantage for you: You ensure that your working and protection platforms are always ready for operation, and also extend their service life. What's more: It is only with well-maintained platforms that you will achieve the safety required at your construction sites. In our modern plants, your working and protection platforms will be carefully cleaned using energy-saving and environmentally sound technology. The platform components are then inspected for damage and dimensional accuracy, and overhauled where necessary. Damaged platform decking is repaired or – if necessary – replaced.

Forming operations account for the lion’s share of labour costs on concrete construction sites. Modern formwork equipment helps to rationalise operations. By improving the overall construction sequence at the same time, however, further very worthwhile gains in efficiency can be achieved. This requires not only better equipment, but also greater skill in making optimum use of this equipment. Doka can help here, with its specialist training programme - to help each and every member of the team do his bit towards boosting efficiency and lowering costs. Doka customer training events also look at the formwork equipment and handling methods that are needed in order to achieve optimum safety - knowledge and awareness which can only enhance workplace safety on the site. You’ll find the Doka training programme well worth looking into. Your nearest Doka branch will be pleased to tell you more about Doka's various training offerings.

999725002 - 09/2010


Component overview

User information Folding platform K [kg]

Article n°

[kg]

Article n°

Component Doka Folding Safety platform overview Systems K

Doka folding platform K 3.00m Doka folding platform K 4.50m Doka-Faltbühne K

291.5 580442000 444.5 580443000

Suspended platform 120 3.30m Suspended platform 120 4.30m Hängebühne 120

Timber parts varnished yellow Steel parts galvanised Delivery condition: folded closed

Folding bracket K

44.0 580411000 52.6 580412000

Galvanised Delivery condition: folded closed

52.4 580441000

Faltkonsole K

Galvanised Length: 224 cm Height: 245 cm Delivery condition: folded closed

Support girder

28.5 580414000

Stützträger

Galvanised Height: 248 cm

Bow head K-ES

3.9 580444000

Bügelkopf K-ES


Bearing profile

4.9 580417000

Druckprofil

Galvanised Length: 34 cm Width: 19 cm

Doka corner folding platform A Doka-Faltbühne A Eckausführung

461.5 580473000

Strut


Closure platform 3.00m

153.5 580485000

Ausgleichsbühne 3,00m


32.9 580416000

Stützstab Galvanised Length: 370 cm

Horizontal brace d2 175

2.7 582733000

Horizontalstrebe d2 175

Galvanised

Horizontal strut 1.35m

2.1 580422000

Horizontale 1,35m

Galvanised

54



Scaffold tube 48.3mm 1.00m Scaffold tube 48.3mm 1.50m Scaffold tube 48.3mm 2.00m Scaffold tube 48.3mm 2.50m Scaffold tube 48.3mm 3.00m Scaffold tube 48.3mm 3.50m Scaffold tube 48.3mm 4.00m Scaffold tube 48.3mm 4.50m Scaffold tube 48.3mm 5.00m Scaffold tube 48.3mm 5.50m Scaffold tube 48.3mm 6.00m Scaffold tube 48.3mm .....m Gerüstrohr 48,3mm

Component overview [kg]

Article n°

3.6 5.4 7.2 9.0 10.8 12.6 14.4 16.2 18.0 19.8 21.6 3.6

682014000 682015000 682016000 682017000 682018000 682019000 682021000 682022000 682023000 682024000 682025000 682001000

[kg] Handrail clamp S

Article n°

11.5 580470000

Schutzgeländerzwinge S Galvanised Height: 123 - 171 cm

Galvanised

Handrail clamp T

12.3 584381000

Schutzgeländerzwinge T Galvanised Height: 122 - 155 cm

Screw-on coupler 48mm 50

0.84 682002000

Anschraubkupplung 48mm 50

Galvanised Width-across: 22 mm

Swivel coupler 48mm

1.5 582560000

Drehkupplung 48mm

Handrail post 1.10m

Galvanised Width-across: 22 mm

Multi-purpose waling WS10 Top50 3.50m Mehrzweckriegel WS10 Top50 3,50m Painted blue

5.6 584384000

Schutzgeländer 1,10m


68.4 580012000

Attachable sleeve 24mm

0.03 584385000

Steckhülse 24mm

Grey Length: 16.5 cm Diameter: 2.7 cm

Steel waling WS10 Top50 3.50m

Stahlwandriegel WS10 Top50 3,50m Painted blue

71.5 580050000 Screw sleeve 20.0

0.03 584386000

Schraubhülse 20,0

Yellow Length: 20 cm Diameter: 3.1 cm

Facade precast member clamp V Fassaden-Fertigteilklemme V

8.1 580694000 Side handrail clamping unit T

Galvanised Length: 70 cm Height: 41 cm Width-across: 50 mm

Handrail lengthening piece K Geländerverlängerung K

29.1 580488000

Seitenschutzgeländer T

Galvanised Length: 115 - 175 cm Height: 112 cm

4.9 580447000


Universal railing shackle

3.0 580478000

Universal-Geländerbügel


999725002 - 09/2010


Component overview


Doka 4-part chain 3.20m

Article n°

15.0 588620000

Doka-Vierstrangkette 3,20m

[kg] Suspension loop ES

1.0 580458000

Einhängeschlaufe ES

Follow the directions in the "Operating Instructions"!

Non-treated Length: 72 cm

Suspension shoe A

10.0 580407000

Aufhängeschuh A

Fix-De-Fix remote uncoupling system 3150kg

Galvanised Length: 22 cm Width: 13 cm Height: 34 cm

27.0 586014000

Abhängeautomat Fix-De-Fix 3150kg Follow the directions in the "Operating Instructions"!

Article n°

Suspension profile AK

14.8 580595000

Aufhängeprofil AK

Galvanised Length: 109 cm

Suspension profile ES

15.3 580596000

Aufhängeprofil ES

Platform transport fork K/M


194.0 580492000

Bühnen-Umsetzgabel K/M

Painted blue Length: 205 - 262 cm Width: 210 cm Delivery condition: folded closed Follow the directions in the "Operating Instructions"!

Suspension plate ES

9.2 580493000

Aufhängeblech ES


Universal tool box 15.0 Star screw

0.75 580425000

Sternschraube

(A) Reversible ratchet 1/2"


Suspension beam K2

9.1 580392000 0.73 580580000


44.1 580463000

Einhängeträger K2

Universal-Werkzeugbox 15,0 included in scope of supply:


(B) Fork wrench 13/17 (C) Fork wrench 22/24 (D) Fork wrench 30/32 (E) Fork wrench 36/41 (F) Ring spanner 17/19 (G) Square nut 22 (H) Box spanner 41 (I) Extension 11cm 1/2" (J) Extension 22cm 1/2" (K) Universal joint coupling (L) Nut for box spanner 19 1/2" L (M) Box nut 13 1/2" (N) Box nut 24 1/2" (O) Box nut 30 1/2" (P) Positioning cone spanner 15.0 DK

0.08 0.22 0.80 1.0 0.27 0.31 0.99 0.20 0.31 0.16 0.16 0.06 0.12 0.20 0.30

580577000 580587000 580897000 580586000 580590000 580589000 580585000 580581000 580582000 580583000 580598000 580576000 580584000 580575000 580579000

Galvanised Length: 8 cm Width-across: 30 mm

Bow head ES

6.2 580459000

Bügelkopf ES

Galvanised Length: 21 cm Width: 11 cm Height: 29 cm

Suspension plate AK

8.3 580494000

Aufhängeblech AK


56




Article n°

Access system XS

[kg] Ladder cage exit XS

17.0 588666000

Rückenschutz-Ausstieg XS

Connector XS Wall formwork Anschluss XS Wandschalung

20.8 588662000

Article n°


Galvanised Width: 89 cm Height: 63 cm

Connector XS DM/SL-1

11.7 588672000

Anschluss XS DM/SL-1


System ladder XS 4.40m

33.2 588640000

System-Leiter XS 4,40m

Galvanised

Ladder extension XS 2.30m

19.1 588641000

Leiternverlängerung XS 2,30m

Galvanised

Securing barrier XS

4.9 588669000

Sicherungsschranke XS Galvanised Length: 80 cm

Ladder cage XS 1.00m Ladder cage XS 0.25m

16.5 588643000 10.5 588670000

Rückenschutz XS

Galvanised

999725002 - 09/2010


Component overview


Article n°

Tie rod system 15.0

[kg] Cone screw RD 28

0.65 580496000

Konusschraube RD 28

Suspension cone 15.0 5cm

Galvanised Length: 9 cm Diameter: 6 cm

0.88 581971000

Aufhängekonus 15,0 5cm

Galvanised Length: 16 cm Diameter: 6 cm Follow fitting instructions!

Cantilever positioning cone 15.0 5cm Sperrenvorlauf 15,0 5cm

0.45 581699000

Length: 11 cm Diameter: 5 cm Tool: Positioning cone spanner 15.0 DK Follow fitting instructions!

Fair-faced concrete positioning cone 15.0 5cm Sichtbetonvorlauf 15,0 5cm

0.46 581973000

Galvanised Length: 11 cm Diameter: 4.3 cm Tool: Positioning cone spanner 15.0 DK

Sealing sleeve 15.0 5cm

0.007 581990000

Dichtungshülse 15,0 5cm

Sealing sleeve S 15.0 5cm

Tie rod 15.0mm galvanised 0.50m Tie rod 15.0mm galvanised 0.75m Tie rod 15.0mm galvanised 1.00m Tie rod 15.0mm galvanised 1.25m Tie rod 15.0mm galvanised 1.50m Tie rod 15.0mm galvanised 1.75m Tie rod 15.0mm galvanised 2.00m Tie rod 15.0mm galvanised 2.50m Tie rod 15.0mm galvanised .....m Tie rod 15.0mm non-treated 0.50m Tie rod 15.0mm non-treated 0.75m Tie rod 15.0mm non-treated 1.00m Tie rod 15.0mm non-treated 1.25m Tie rod 15.0mm non-treated 1.50m Tie rod 15.0mm non-treated 1.75m Tie rod 15.0mm non-treated 2.00m Tie rod 15.0mm non-treated 2.50m Tie rod 15.0mm non-treated 3.00m Tie rod 15.0mm non-treated 3.50m Tie rod 15.0mm non-treated 4.00m Tie rod 15.0mm non-treated 5.00m Tie rod 15.0mm non-treated 6.00m Tie rod 15.0mm non-treated 7.50m Tie rod 15.0mm non-treated .....m

0.72 1.1 1.4 1.8 2.2 2.5 2.9 3.6 1.4 0.73 1.1 1.4 1.8 2.1 2.5 2.9 3.6 4.3 5.0 5.7 7.2 8.6 10.7 1.4

Ankerstab 15,0mm

Black Length: 10 cm Diameter: 3 cm

Article n°

581821000 581822000 581823000 581826000 581827000 581828000 581829000 581852000 581824000 581870000 581871000 581874000 581886000 581876000 581887000 581875000 581877000 581878000 581888000 581879000 581880000 581881000 581882000 581873000

0.009 581697000

Dichtungshülse S 15,0 5cm

Black Length: 11 cm Diameter: 4.7 cm

Super plate 15.0

1.1 581966000

Superplatte 15,0

Fair-faced concrete plug 41mm plastic Fair-faced concrete plug 41mm concrete Sichtbetonstopfen

Galvanised Height: 6 cm Diameter: 12 cm Width-across: 27 mm

0.007 581851000 0.05 581848000

Grey

Stop anchor 15.0 16cm

0.83 581997000

Sperranker 15,0 16cm

Non-treated

Fixing plate 15.0

0.15 581692000

Nagelblech 15,0

Galvanised Diameter: 10 cm

Pigtail anchor 15.0

0.92 581984000

Wellenanker 15,0

Suspension cone 15.0 f. insulation up to 11cm Aufhängekonus 15,0 für Isolierung bis 11cm Galvanised Length: 30 cm Diameter: 5 cm

Non-treated Length: 67 cm

3.6 580495000

Suspension cone 15.0 with collar

1.4 580428000

Bund-Aufhängekonus 15,0

Sealing sleeve 15.0 f. insulation up to 11cm Dichtungshülse 15,0 für Isolierung bis 11cm White Length: 30 cm Diameter: 6 cm

0.05 580498000


Rock anchor spreader unit 15.0

0.41 581120000

Felsanker-Spreizeinheit 15,0

Positioning disk RD 28

0.25 580497000

Vorlaufscheibe RD 28

Galvanised Diameter: 9 cm

58





Rock anchor installation tube Felsanker-Einbaurohr

Article n°

[kg]

Article n°

0.85 581123000


Tensioning instrument B

34.5 580570000

Vorspanngerät B

Galvanised

Screw-in cone 30kN 15.0

0.74 581895000

Einschraubkonus 30kN 15,0


Bridge edge beam anchor 30kN 15.0 Bridge edge beam anchor 30kN 15.0 galv. Gesimsanker 30kN 15,0

0.45 581896000 0.44 581890000

Length: 7 cm Follow fitting instructions!

Nailing cone 15.0

0.02 581897000

Nagelkonus 15,0

Black Length: 7 cm

Hole plug 29mm

0.003 581891000

Gesimsankerstopfen 29mm Grey Diameter: 3 cm

Zinc plug 15.0

0.20 581889000

Zinkstöpsel 15,0

Galvanised Length: 9.9 cm Diameter: 2.9 cm Tool: Spanner for 1/2" square head

Tie rod wrench 15.0/20.0

1.9 580594000

Ankerstabschlüssel 15,0/20,0


Positioning cone spanner 15.0 DK Vorlaufschlüssel 15,0 DK

0.30 580579000

Galvanised Length: 8 cm Width-across: 30 mm

Universal cone spanner 15.0/20.0

Universal-Konusschlüssel 15,0/20,0 Galvanised Length: 9 cm Width-across: 50 mm

0.90 581448000

999725002 - 09/2010


Doka folding platform K – the compact ready-to-use platform The Doka folding platform K arrives at your site completely pre-assembled. It is delivered folded-down to save space, and is ready for immediate use. Doka folding platforms K are used on very many construction sites for a wide range of work and safety related tasks. The Doka folding platform K is available for rental, leasing or purchase. At any of the Doka branches in your region. Why not give us a call?

The Doka Group's central plant at Amstetten, Austria

Doka international

Certiﬁed to

Doka GmbH

ISO 9001

Josef Umdasch Platz 1, A 3300 Amstetten, Austria Tel.: +43 (0)7472 605-0, Fax: +43 (0)7472 64430 E-Mail: [email protected] Internet: www.doka.com

Algeria

Japan

Qatar

Tunisia

SARL Doka Algérie 24 A Route de la Rassauta Bordj-El-Kifane, BP 170, 16120 Alger Telephone: +213 (0)21 21 27 26 Telefax: +213 (0)21 21 28 98 E-Mail: [email protected]

Doka Japan K.K. Miwanoyama 744-6 Nagareyama-shi 270-175 Chiba-Ken Telephone: +81 (0)471 78 8808 Telefax: +81 (0)471 78 8812 E-Mail: [email protected] www.dokajapan.co.jp

Doka Qatar WLL P.O.Box 23439 Doha, Qatar Telephone: +974 44500628 Telefax: +974 44500608 E-Mail: [email protected]

Doka Tunisia Ltd. Bureau de Liaison Zone Industrielle, Rue d l‘usine Le Kram 2015 Tunis Telephone: +216 (0)71 977 350 Telefax: +216 (0)71 977 856 E-Mail: [email protected]

Korea

Doka Formwork Technology Mahmoud Othman & Sons LLC P.O. Box 7620 Jeddah 21472 Telephone: +966 0)2 669 10 08 Telefax: +966 (0)2 664 86 25 E-Mail: [email protected]

Canada Doka Canada Ltd./Ltée 5404 - 36th Street S.E. Calgary AB T2C 1P1 Telephone: +1 403 243-6629 Telefax: +1 403 243-6787 E-Mail: [email protected]

China Doka Formwork (Shanghai) Co. Ltd. Bldg. 2, No.3883 Yuanjiang Road Minhang District Shanghai 201109 Telephone: +86 21 6090 0899 Telefax: +86 21 6090 1099 E-Mail: [email protected]

India

Doka Korea Ltd. Rm.N.220, Doosan Venture Digm Bldg., 126-1 Pyeongchon-Dong, Dongan-Gu, 431-755 Anyang City, Gyeonggi-Do Telephone: +82 31 478 3700 Telefax: +82 31 478 3701 E-Mail: [email protected]

Saudi Arabia

Singapore Kuwait Doka Kuwait Div. of Riham Gen. Trad.& Cont. Co. P.O. Box 2217 Salmiyah 22023 Kuwait Telephone: + 965 2 4822 462 Telefax: +965 2 4822 472 E-Mail: [email protected]

Doka Formwork Pte. Ltd. 9 Gul Circle Singapore 629565 Telephone: +65 6897 7737 Telefax: +65 6897 8606 E-Mail: [email protected]

South Africa

Turkey Doka Kalip-Iskele Sanayi ve Ticaret A.S. Güzeller Org. San. Bölgesi Inönü Mah. Nazarbayev Sok. No:19 41400 Gebze, Kocaeli Telephone: +90 262 751 50 66 Telefax: +90 262 751 50 05 E-Mail: [email protected]

United Arab Emirates Doka Gulf FZE P.O. Box 61407 Jebel Ali Free Zone, Dubai Telephone: +971 (0)4 881 8096 Telefax: +971 (0)4 881 8097 E-Mail: [email protected]

Doka South Africa (Pty) Ltd. Johannesburg Branch CA Brand Bldg, 2 Sebasa Road Chloorkop Ext.10 Kempton Park 1619 Telephone: +27 (0)11 310 9709 Telefax: +27 (0)11 310 9711 E-Mail: [email protected]

United Kingdom

Doka Branch Lebanon Sodeco Square, Block C / 9th ﬂoor Beirut Telephone: +961 (0)1 612569 Telefax: +961 (0)1 612570 E-Mail: [email protected]

Ireland

Norway

Sweden

USA

Doka Ireland Formwork Techn. Ltd. Monasterboice, Drogheda County Louth Telephone: +353 (0)41 686 1620 Telefax: +353 (0)41 686 1525 E-Mail: [email protected]

Doka Norge AS Heggstadmoen 4 N 7080 Heimdal Telephone: +47 72 89 38 10 Telefax:n +47 72 89 38 11 E-Mail: [email protected]

Doka Sverige AB Kurödsvägen 20 S 451 55 Uddevalla Telephone: +46 (0)10 45 16 300 Telefax: +46 (0)10 45 16 309 E-Mail: [email protected]

Doka India Pvt. Ltd. Hiranandani Business Park Sentinel Bldg 2nd Floor Commercial Premises No 201&202 Powai, Mumbai - 400 076 Telephone: +91 22 402 64435 Telefax: +91 22 402 64436 E-Mail: [email protected]

Lebanon

Doka UK Formwork Technologies Ltd Monchelsea Farm, Heath Road Boughton Monchelsea Maidstone, Kent, ME17 4JD Telephone: +44 (0)1622 74 90 50 Telefax: +44 (0)1622 74 90 33 E-Mail [email protected]

Other subsidiaries and representatives: Angola Azerbaijan Bahrain Belgium Belarus Bosnia and Herzegovina Brazil Bulgaria Chile Croatia Czech Republic Denmark Egypt Estonia Finland France Germany Greece Hungary Iceland Iran Italy Jordan

Kazakhstan Latvia Lithuania Luxembourg Marocco Mexico Netherlands New Zealand Oman Panama Poland Portugal Romania Russia Senegal Serbia Slovakia Slovenia Spain Switzerland Taiwan Thailand Ukraine Vietnam

Doka USA, Ltd. 214 Gates Road Little Ferry, NJ 07643 Telephone: +1 201 329-7839 Telefax: +1 201 641-6254 E-Mail: [email protected] Internet: www.dokausa.com

The Formwork Experts

999725002 - 09/2010

999725002_2010_09_online

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